Laserfiche WebLink
SEDCAD 4 for Windows <br />l.- ,rinht i oQQ -9M7 ID-In I Qrh, -K <br />10 <br />0 Subwatershed Hydrology Detail; <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) <br />Time of <br />Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS <br />Peak <br />Discharge <br />cfs) <br />Runoff <br />Volume <br />(ac - ft <br />#2 <br />1 <br />0 .230 <br />0.034 <br />0.000 <br />0.000 <br />87.000 <br />F <br />0.24 <br />0.01 <br />- - -- <br />#1 <br />2 <br />-- - - - - -- - <br />}� <br />1 <br />Z <br />3 <br />0.220 <br />- -- ----- - - - <br />0.450 <br />0.120 <br />0.26 <br />3.600 <br />0.012 <br />- -- -------- - - - - -- <br />0.000 <br />0.010 <br />0.085 <br />0.000 <br />- - - -- --------------- <br />0.096 <br />0.000 <br />0.188 <br />0.000 <br />0.295 <br />0.000 <br />0.245 <br />8 7.000 <br />- - - - -- -- <br />98.000 <br />8 1.000 <br />81.000 <br />F <br />F <br />F <br />F <br />0.23 <br />0.013 <br />- <br />0.47 <br />0.028 <br />0.19 <br />0.013 <br />0.20 <br />0.010 <br />2.73 <br />0.200 <br />1.060 <br />4 <br />4.110 <br />0.185 <br />0.020 <br />0.334 <br />87.000 <br />F <br />3.66 <br />0.322 <br />#1 <br />5 <br />0.600 <br />0.122 <br />0.000 <br />0 .000 <br />87.000 <br />F <br />0.63 <br />0.049 <br />Time of Concentra <br />8.690 <br />0.185 <br />#1 <br />5 <br />6.52 <br />0.594 <br />#3 <br />1 <br />0.990 <br />0.000 <br />0.000 <br />0.00 <br />1 00.000 <br />F <br />1.59 <br />0.173 <br />- -- <br />2 <br />3 <br />4 <br />- -- - - -- <br />5 <br />0.950 <br />0.130 <br />1.780 <br />- - - - - -- - <br />0.440 <br />13.430 <br />0.025 <br />0.000 <br />0.062 <br />-- -- - - <br />0.009 <br />0.000 <br />0.014 <br />0.020 <br />- -- -- - - -- <br />0.075 <br />0.00 <br />0.285 <br />0.268 <br />---- <br />0.230 <br />81.0 <br />----- - <br />98.000 <br />8 7.00 0 <br />- - - - -- -- <br />8 1.000 <br />F <br />- - - -- <br />F <br />F <br />- <br />F <br />0.7 <br />0.053 <br />0.21 <br />0.014 <br />1.88 <br />0.146 <br />- <br />0.33 <br />0.020 <br />11.70 <br />1.028 <br />#4 <br />2 <br />13.430 <br />-- - -- - - - - -- <br />14. <br />11.99 <br />83.8 <br />1.890 <br />0.0 12 <br />6.99 <br />1.028 <br />Subwatershed Time of Concentration Details; <br />Stru <br />SWS <br />Land Flow Condition <br />Slope ( %) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) <br />(ft) <br />(fps) <br />#1 <br />2 <br />2. M tillage cultivation <br />14.20 <br />10.02 <br />70.56 <br />1 .880 <br />0.010 <br />#1 <br />2 <br />Ti me of C oncentratio n: <br />0.010 <br />#1 <br />3 <br />2. Minimum tillage cultivation <br />4. <br />14. <br />325.77 <br />1.060 <br />0.085 <br />#1 <br />3 <br />Time of Concentratio <br />0.085 <br />#1 <br />4 <br />2. Minimum tillag cultiva <br />2.60 <br />13.90 <br />534.61 <br />0.800 <br />0.185 <br />#1 <br />4 <br />Time of Concentra <br />0.185 <br />#1 <br />5 <br />6. Gra ssed waterway <br />2.90 <br />32.62 <br />1,124.82 <br />2 .550 <br />0.122 <br />#1 <br />5 <br />Time of Concentration: <br />0.122 <br />#2 <br />1 <br />6. G rassed waterway <br />6.60 <br />31.20 <br />4 72.72 <br />3.850 <br />0.034 <br />#2 <br />1 <br />Tim of Co ncentration: <br />0.034 <br />#2 <br />2 <br />- -- --------- -- - - - - <br />2. Minimum tillag cultivatio <br />-- - -- - - - - -- <br />14. <br />11.99 <br />83.8 <br />1.890 <br />0.0 12 <br /># 2 <br />2 <br />Time of Co <br />0. 012 <br />#3 <br />1 <br />7. Paved area and small upland <br />3.75 <br />16.53 <br />441.00 <br />3.890 <br />0.031 <br />gullies <br />#3 <br />1 <br />Time of Con <br />0.000 <br />#3 <br />2 <br />2. M inimum till age cultivation <br />10.60 <br />15.99 <br />150.84 <br />1.620 <br />0.02 <br />#3 <br />2 <br />Time of Concentration: <br />0.025 <br />Filename: 25 yr 24 hr Erodible Perimeter Drainage Ditches with Vegetated Spillway Channel.sc4 Printed 04 -24 -2009 <br />